Visibilidad internacional de la producción científica iberoamericana en biblioteconomía y documentación (1991-2000)

Se analiza la producción iberoamericana en biblioteconomía y documentación existente en el Social Science Citation Index para el periodo 1991-2000. Se analiza la producción por países, instituciones, revistas y autores. También se estudia la citación de autores y revistas. Por último, se realiza un análisis de cocitación de revistas (ACR) y se representa mediante un mapa bidimensional.

The subantartic Nothofagus forests of Tierra del Fuego: distribution, structure and production

Evergreen Nothofagus betuloides and decidoues N. pumilo form the main forest types in Tierra del Fuego. These forest were sampled along two altitudinal gradients to study their structure and dynamics and assess the causes of their distribution.

The subantartic Nothofagus forests of Tierra del Fuego: distribution, structure and production

Evergreen Nothofagus betuloides and decidoues N. pumilo form the main forest types in Tierra del Fuego. These forest were sampled along two altitudinal gradients to study their structure and dynamics and assess the causes of their distribution.

The subantartic Nothofagus forests of Tierra del Fuego: distribution, structure and production

Evergreen Nothofagus betuloides and decidoues N. pumilo form the main forest types in Tierra del Fuego. These forest were sampled along two altitudinal gradients to study their structure and dynamics and assess the causes of their distribution.

Uso das tecnologias na representação descritiva: o padrão de descrição bibliográfica semântica MarcOnt Initiative nos ambientes informacionais digitais

A representação descritiva no panorama atual vem sofrendo mudanças notórias nos modelos de descrição bibliográfica convencionais, permeadas pelas tecnologias de informação e comunicação, o que conduz a ou requer olhares diferenciados no tratamento dos recursos informacionais. Destaca-se que há forte tendência para a disponibilização de conteúdos digitais e falta de uso de padrões adequados para a representação e a descrição desses recursos em ambientes informacionais digitais. A iniciativa MarcOnt surge no bojo da Web semântica, como um padrão de descrição bibliográfica semântica com vistas a representar e descrever recursos informacionais mais exaustivamente e mais bem explicitados para compreensão e entendimento semântico pelas máquinas. Procura-se demonstrar a aplicação da ferramenta MarcOnt em ambiente informacional específico, a Biblioteca Digital Semântica JeromeDL, para analisar, à luz dos fundamentos da catalogação, as formas de representação dos recursos informacionais. Por meio de uma metodologia de revisão de literatura, objetiva-se identificar e caracterizar o uso e a aplicação do MarcOnt enquanto ferramenta para a construção de formas de representação da informação para bibliotecas digitais e para a Web na atualidade. O MarcOnt apresenta-se como uma iniciativa para os novos modelos de colaboração e compartilhamento de recursos informacionais, na elaboração completa e complexa da descrição bibliográfica, seguindo seu percurso natural sob o auspício da catalogação.

Análise das restrições de acesso a dados de espécies ameaçadas, previstas em políticas de coleções biológicas científicas brasileiras, à luz do direito ambiental e da ciência da informação

Este artigo analisa se as políticas de acesso a dados armazenados em coleções biológicas, produzidas no âmbito do Programa de Pesquisa em Biodiversidade (PPBio) do Ministério de Ciência e Tecnologia (MCT), estão em conformidade com a legislação brasileira pertinente. Para tal avaliou-se se as restrições de acesso a dados de espécies ameaçadas de extinção, presentes em políticas de três instituições vinculadas ao MCT, estão previstas em lei ou são sustentadas pela ciência da informação. A conclusão é que não há, no direito brasileiro, nenhum diploma que sustente ou incentive restrições de acesso a dados de espécie biológica pelo fato de ela constar em alguma lista de espécies ameaçadas, e as políticas estudadas não estão, portanto, aderentes à legislação nem à mentalidade dominante na comunidade científica. Sugere-se que tais políticas sejam revistas com base em uma discussão ampla sobre o assunto, que é complexo e interessa a toda a sociedade.

Constructability in the Bridge Design Process, HR-320, 1991

In the United States many bridge structures have been designed without consideration for their unique construction problems. Many problems could have been avoided if construction knowledge and experience was utilized in the design process. A systematic process is needed to create and capture construction knowledge for use in the design process. This study was conducted to develop a system to capture construction considerations from field people and incorporate it into a knowledge-base for use by the bridge designers. This report presents the results of this study. As a part of this study a microcomputer-based constructability system has been developed. The system is a user-friendly microcomputer database which codifies construction knowledge, provides easy access to specifications, and provides simple design computation checks for the designer. A structure for the final database was developed and used in the prototype system. A process for collecting, developing and maintaining the database is presented and explained. The study involved a constructability survey, interviews with designers and constructors, and visits to construction sites to collect constuctability concepts. The report describes the development of the constructability system and addresses the future needs for the Iowa Department of Transportation to make the system operational. A user's manual for the system is included along with the report.

Permeability of Granular Subbase Materials, MLR-90-4, 1991

The purpose of this research was to evaluate the materials Iowa uses as a granular subbase and to determine if it provides adequate drainage. Numerous laboratory and in-situ tests were conducted on the materials currently being used in Iowa. The follow conclusions can be made based on the test results: 1. The crushed concrete that is used as a subbase material has a relatively low permeability compared to many other materials used by other states. 2. Further research and tests are needed to find the necessary parameters for crushed concrete to make sure it is providing its optimum drainage and preventing premature damage of the pavement. 3. We have definitely made improvements in drainage in the past few months, but there are many areas that we can improve on that will increase the permeability of this material and insure that the pavement system is safe from premature damage due to water. The current gradation specification for granular subbase material at the start of this study was: Sieve # % Passing 1” 100 #8 10-35 #50 0-15 #200 0-6

Development of an Expert System for Forecasting Frost on Bridges and Roadways in Iowa, HR-305, 1991

An expert system has been developed that provides 24 hour forecasts of roadway and bridge frost for locations in Iowa. The system is based on analysis of frost observations taken by highway maintenance personnel, analysis of conditions leading to frost as obtained from meteorologists with experience in forecasting bridge and roadway frost, and from fundamental physical principles of frost processes. The expert system requires the forecaster to enter information on recent maximum and minimum temperatures and forecasts of maximum and minimum air temperatures, dew point temperatures, precipitation, cloudiness, and wind speed. The system has been used operationally for the last two frost seasons by Freese-Notis Associates, who have been under contract with the Iowa DOT to supply frost forecasts. The operational meteorologists give the system their strong endorsement. They always consult the system before making a frost forecast unless conditions clearly indicate frost is not likely. In operational use, the system is run several times with different input values to test the sensitivity of frost formation on a particular day to various meteorological parameters. The users comment. that the system helps them to consider all the factors relevant to frost formation and is regarded as an office companion for making frost forecasts.

Composite Precast Prestressed Concrete Bridge Slabs, HR-310, 1991

Precast prestressed concrete panels have been used as subdecks in bridge construction in Iowa and other states. To investigate the performance of these types of composite slabs at locations adjacent to abutment and pier diaphragms in skewed bridges, a research prcject which involved surveys of design agencies and precast producers, field inspections of existing bridges, analytical studies, and experimental testing was conducted. The survey results from the design agencies and panel producers showed that standardization of precast panel construction would be desirable, that additional inspections at the precast plant and at the bridge site would be beneficial, and that some form of economical study should be undertaken to determine actual cost savings associated with composite slab construction. Three bridges in Hardin County, Iowa were inspected to observe general geometric relationships, construction details, and to note the visual condition of the bridges. Hairline cracks beneath several of the prestressing strands in many of the precast panels were observed, and a slight discoloration of the concrete was seen beneath most of the strands. Also, some rust staining was visible at isolated locations on several panels. Based on the findings of these inspections, future inspections are recommended to monitor the condition of these and other bridges constructed with precast panel subdecks. Five full-scale composite slab specimens were constructed in the Structural Engineering Laboratory at Iowa State University. One specimen modeled bridge deck conditions which are not adjacent to abutment or pier diaphragms, and the other four specimens represented the geometric conditions which occur for skewed diaphragms of 0, 15, 30, and 40 degrees. The specimens were subjected to wheel loads of service and factored level magnitudes at many locations on the slab surface and to concentrated loads which produced failure of the composite slab. The measured slab deflections and bending strains at both service and factored load levels compared reasonably well with the results predicted by simplified Finite element analyses of the specimens. To analytically evaluate the nominal strength for a composite slab specimen, yield-line and punching shear theories were applied. Yield-line limit loads were computed using the crack patterns generated during an ultimate strength test. In most cases, these analyses indicated that the failure mode was not flexural. Since the punching shear limit loads in most instances were close to the failure loads, and since the failure surfaces immediately adjacent to the wheel load footprint appeared to be a truncated prism shape, the probable failure mode for all of the specimens was punching shear. The development lengths for the prestressing strands in the rectangular and trapezoidal shaped panels was qualitatively investigated by monitoring strand slippage at the ends of selected prestressing strands. The initial strand transfer length was established experimentally by monitoring concrete strains during strand detensioning, and this length was verified analytically by a finite element analysis. Even though the computed strand embedment lengths in the panels were not sufficient to fully develop the ultimate strand stress, sufficient stab strength existed. Composite behavior for the slab specimens was evaluated by monitoring slippage between a panel and the topping slab and by computation of the difference in the flexural strains between the top of the precast panel and the underside of the topping slab at various locations. Prior to the failure of a composite slab specimen, a localized loss of composite behavior was detected. The static load strength performance of the composite slab specimens significantly exceeded the design load requirements. Even with skew angles of up to 40 degrees, the nominal strength of the slabs did not appear to be affected when the ultimate strength test load was positioned on the portion of each slab containing the trapezoidal-shaped panel. At service and factored level loads, the joint between precast panels did not appear to influence the load distribution along the length of the specimens. Based on the static load strength of the composite slab specimens, the continued use of precast panels as subdecks in bridge deck construction is recommended.